SUBJECT TRACT...對THIS PLAT CONTAINS APPROXIMATELY 15.14 ACRES. 15.14 ACRES. ACRES. THIS TRACT IS ZONED R-3. R-3. . EXISTING UTILITIES SHOWN FOR\ഠREFERENCE ONLY. CONTRACTOR SHALL

$Page 1: SUBJECT TRACT...對THIS PLAT CONTAINS APPROXIMATELY 15.14 ACRES. 15.14 ACRES. ACRES. THIS TRACT IS ZONED R-3. R-3. . EXISTING UTILITIES SHOWN FOR\ഠREFERENCE ONLY. CONTRACTOR SHALL$
--- X

REVISION KEY

CE 1

COMMENTSDATEREV #

PROJECT BENCHMARK:

TELEPHONE/TELEVISION:

NATURAL GAS:

LOCATES: WATER/ELECTRIC:

SANITARY SEWER:

UTILITY COMPANIES:

PINES COTTAGES

COVE

R

PREPARED BY:

LOCATION MAP

CE 2

CE 3

CE 4

CE 5

CE 6

CE 7

CE 8

CE 9

CE 10

X X X X X X X X X X

TIMOTHY DAVID CROCKETTAR LICENSE - 15089

THIS SHEET HAS BEEN SIGNED, SEALED ANDDATED ELECTRONICALLY

FLOOD PLAIN STATEMENT:

LEGAL DESCRIPTION:

PINES COTTAGES HOUSINGPARTNERS, LP

1900 E. LARK LANENIXA, MO 65714

SHEET INDEX:CE 1 - EROSION CONTROL PLANCE 2 - GRADING PLANCE 3 - UTILITY PLANCE 4 - STORM SEWER PROFILE - LINES 1 & SANITARY SEWER

PROFILE - LINES A, & BCE 5 - SITE PLANCE 6 - INTERSECTION SPOT ELEVATIONSCE 7 - STREET PROFILES

CE 8 - JOINT, CROSS SECTION, SIDEWALK, ANDPAVEMENT DETAILSCE 9 - EROSION CONTROL, STORM SEWER , ADA, AND PIPEEMBEDMENT DETAILSCE 10 - SANITARY SEWER DETAILSCE 11 - ALTA SURVEY

OWNER:

GENERAL NOTES:

LEGEND OF SYMBOLS:

XXX

XXX

FF=XXX.X

XXX

XXX

XXH.P.

L.P.

SITE/CIVIL ENGINEER:

1000 W. Nifong Blvd., Bldg. 1Columbia, Missouri 65203

(573) 447-0292

www.crockettengineering.comCrockett Engineering Consultants, LLC

Arkansas Certificate of Authority#2394

ENGINEERING CONSULTANTS

LOCATION MAP

SUBJECTTRACT

CE 11

X

PRELIMINARY

NOT FOR

CONSTRUCTION

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TBM #1 - EXISTING SANITARY SEWER MANHOLE LID LOCATED IN THE SOUTHWEST CORNER OF THE PROPERTY ELEVATION = 235.5 TBM #2 - EXISTING SANITARY SEWER MANHOLE LID LOCATED 145' NORTH OF THE SOUTHEAST CORNER OF THE EXISTING SANITARY SEWER MANHOLE LID LOCATED 145' NORTH OF THE SOUTHEAST CORNER OF THE PROPERTY ELEVATION = 235.2 ELEVATION = 235.2

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AT&T 6630 S. CHURCH, RM 120 JONESBORO, AR 72401 870-972-7851

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BLACK HILLS ENERGY 655 E. MILLSAP ROAD #104 FAYETTEVILLE, AR 72703 888-890-5554

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ARKANSAS ONE CALL INC. 2120 MAPLE RIDGE CIRCLE CONWAY, AR 72034 1-800-482-8998

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CITY OF OSCEOLA 303 W. HALE AVE. WATER & LIGHT DEPARTMENT OSCEOLA, AR 72730 870-563-5245

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CITY OF OSCEOLA 303 W. HALE AVE. STREET & SANITATION DEPARTMENT OSCEOLA, AR 72730 870-563-2612

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PINES COTTAGES

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11/30/2017

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ORIGINAL SUBMITTAL

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NO PART OF THIS TRACT IS LOCATED WITHIN THE 100-YEAR FLOODPLAIN AS PER THE MISSISSIPPI COUNTY FIRM MAP #05093C0425E DATED JUNE 18,2010.DATED JUNE 18,2010.

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CONTRACTOR WILL BE RESPONSIBLE FOR PLACEMENT AND MAINTENANCE OF TRAFFIC CONTROL DEVICES NECESSARY TO COMPLETE THEIR PORTION OF WORK. THE DEVICES AND METHODS EMPLOYED WILL COMPLY WITH THE CURRENT VERSION OF THE MANUAL ON UNIFIED TRAFFIC CONTROL DEVICES. THIS PLAT CONTAINS APPROXIMATELY 15.14 ACRES. 15.14 ACRES. ACRES. THIS TRACT IS ZONED R-3. R-3. . EXISTING UTILITIES SHOWN FOR REFERENCE ONLY. CONTRACTOR SHALL COORDINATE LOCATES (HORIZONTAL AND VERTICAL) PRIOR TO ANY EXCAVATION. ALL EXCAVATION TO BE IN ACCORDANCE WITH STATUTES OF THE STATE OF ARKANSAS. SUCH COMPLIANCE SHALL NOT, HOWEVER, EXCUSE ANY PERSON MAKING ANY EXCAVATION FROM DOING SO IN A CAREFUL AND PRUDENT MANNER, NOR SHALL IT EXCUSE SUCH PERSON FROM LIABILITY FOR ANY DAMAGE OR INJURY TO UNDERGROUND UTILITIES RESULTING FROM THE EXCAVATION. A GEOTECHNICAL EVALUATION OF THE SUBSURFACE SOIL, GROUNDWATER CONDITIONS, AND A SLOPE STABILITY ANALYSIS HAS NOT BEEN PERFORMED BY THIS ENGINEER. THE OWNER SHALL SATISFY THEMSELVES OF ALL GEOTECHNICAL CONDITIONS PRIOR TO ANY CONSTRUCTION. REFER TO STORMWATER POLLUTION PREVENTION PLAN (SWPPP) FOR NARRATIVE REPORT AND BMP DESCRIPTIONS AND DETAILS. ALL SLOPES ARE 3:1 OR FLATTER UNLESS OTHERWISE NOTED. ALL DISTURBED AREAS WITHIN THE "LIMITS OF DISTURBANCE" SHALL BE FINE GRADED, SEEDED, AND MULCHED. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING ALL EROSION CONTROL DEVICES AND REMOVING THEM ONCE THE SITE IS STABILIZED. A 5' SIDEWALK WILL BE CONSTRUCTED ADJACENT TO ALL STREETS. ALL SERVICE LATERALS SHALL BE INSTALLED AT 1.0% (MIN.) GRADE WHEN CROSSING STREETS. ALL EXCAVATION WITHIN THE STREET RIGHT-OF-WAY SHALL BE BACKFILLED PER CURRENT CITY OF COLUMBIA SPECIFICATIONS. ALL SEWERLINES SHALL BE CONSTRUCTED AT LEAST 10 FEET HORIZONTALLY, EDGE TO EDGE, FROM ANY WATERLINE AND AT LEAST 24 INCHES VERTICALLY BETWEEN THE OUTSIDE LIMITS OF THE SANITARY SEWER AND WATERLINE. FOR CONDITIONS OTHER THAN THOSE IDENTIFIED ABOVE, CONTACT THE ENGINEER FOR SPECIFIC INSTRUCTIONS. ALL PIPE SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. REFER TO DETAIL FOR PIPE BEDDING REQUIREMENTS. LAND DISTURBANCE SITES SHOULD BE INSPECTED ON A REGULAR SCHEDULE AND WITHIN A REASONABLE TIME PERIOD (NOT TO EXCEED 48 HOURS) FOLLOWING HEAVY RAINS. REGULARLY SCHEDULED INSPECTIONS SHALL BE AT A MINIMUM OF ONCE PER WEEK. ANY DEFICIENCIES SHALL BE NOTED IN A WEEKLY REPORT OF THE INSPECTION AND CORRECTED WITHIN SEVEN CALENDAR DAYS OF THE REPORT. CONTRACTORS ARE REQUIRED TO SUBMIT TO CITY INSPECTION STAFF COPIES OF THEIR INSPECTION REPORTS REQUIRED BY THE STORMWATER POLLUTION PREVENTION PLAN (SWPPP) ON A MONTHLY BASIS.

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G

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GV

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G

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T

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W

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AC

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E

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ET

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XX

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HVE

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UTV

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UT

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XXX.XX TC

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XXX.XX TP

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XXX.XX FG

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EXISTING CURB

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PROPOSED CURB

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RIP RAP

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EXISTING STRUCTURE

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EXISTING TREELINE

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PROPOSED TREELINE

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EDGE OF WATERWAY

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EXISTING WATERLINE

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PROPOSED WATERLINE

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EXISTING UNDERGROUND TELEPHONE

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EXISTING UNDERGROUND CABLE TELEVISION

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EXISTING HIGH VOLTAGE ELECTRIC

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EXISTING OVERHEAD ELECTRIC

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EXISTING SANITARY SEWER LATERAL

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PROPOSED SANITARY SEWER LATERAL

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LOT NUMBER

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100 YEAR FLOOD PLAIN

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FLOODWAY

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ORDINARY HIGH WATER MARK

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STREAM SIDE BUFFER

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OUTER STREAM BUFFER

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EXISTING MINOR CONTOUR

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EXISTING MAJOR CONTOUR

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PROPOSED MINOR CONTOUR

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PROPOSED MAJOR CONTOUR

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PROPOSED FINISH GRADE ELEVATION

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PROPOSED TOP OF PAVEMENT ELEVATION

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PROPOSED TOP OF CURB ELEVATION

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MINIMUM FINISH FLOOR OF STRUCTURE

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STORM SEWER STRUCTURE LABEL

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SANITARY SEWER STRUCTURE LABEL

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HIGH POINT

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LOW POINT

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EXISTING GAS LINE

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PROPOSED GAS LINE

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EXISTING SANITARY SEWER

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W

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S

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PROPOSED SANITARY SEWER

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S

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XXX.XX TW

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PROPOSED TOP OF WALL

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EXISTING UNDERGROUND ELECTRIC

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UE

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OE

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OETVT

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OETV

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EXISTING OVERHEAD ELEC., TV & TELE.

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EXISTING OVERHEAD ELEC. & TV

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EXISTING SIGNS

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EXISTING POWER POLE

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EXISTING WATER VALVE

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EXISTING GAS METER

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EXISTING WATER METER

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EXISTING ELECTRICAL TRANSFORMER

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EXISTING AIR CONDITIONER

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EXISTING TELEPHONE PEDESTAL

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EXISTING ELECTRIC METER

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EXISTING LIGHT POLE

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EXISTING GUY WIRE

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MANHOLE

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EXISTING FIRE HYDRANT

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TB

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PROPOSED TRACER WIRE TEST STATION BOX

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NOT TO SCALE

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S. STATE HWY 119

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S. CO RD 503

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AIRPORT RD.

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KRISTI DR.

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W. STATE HWY 140

HIGH

WAY

119

(COU

NTY C

LUB

ROAD

)(8

0'R/W

)

EVERGREEN ROAD

(80' R/W-26 PVMT)

JUNIPER DRIVE

(80' R/W-26' PVMT)

9

C1

18

3

1

2

54

6

10

14

78

11

12

15

16

13 17

22

19

20

21

23

24

UFAS UNIT

UFAS UNIT

UFAS UNIT

0

0

01

2

3

4

5

66

1+00 2+00 3+00 4+005+00

6+00

7+00

8+00

9+00

10+00

11+00 12+00 13+0013+32

236

1+00

2+00

3+00

4+00 5+00

6+00

7+00

8+00

9+00

10+00 10+26

235

235

235235

235

235

23523

5

HIGH

WAY

119

(CO

UNTR

Y CL

UB R

D.)

FF = 236.5

FF = 235.9

FF = 236.0FF = 236.3 FF = 236.2

FF = 236.2

FF = 237.0

FF = 236.8

FF = 236.1

FF = 237.2

FF = 236.2

FF = 237.3

FF = 237.4

FF = 236.9

FF = 236.6

FF = 236.2

FF = 236.3

FF = 237.0

FF = 236.2

FF = 236.2

FF = 237.1

FF = 236.9

FF = 236.3

FF = 236.8

FF = 236.2

STREETS LEGEND:

CE X

GRADING PLAN

SHEET:

DESIGNED:

DRAWN:

PROJECT NO.:

DRAWING INCLUDES:

OWNE

R:

REVISIONS:

NO. DATE

REVISIONS:


PRELIMINARY

(NOT FOR CONSTRUCTION)

SITE

/CIV

IL E

NGIN

EER:

1000

W. N

ifong

Blvd

., Bld

g. 1

Colum

bia,

Miss

ouri

6520

3(5

73) 4

47-0

292

www.

croc

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neer

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mCr

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tt En

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Con

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LLC

Arka

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394

ENGI

NEER

ING

CONS

ULTA

NTS

TDC

KRM

PINES

COT

TAGE

SA

SUBD

IVIS

ION

LOCA

TED

INSE

CTIO

N 34

, TO

WNS

HIP

13 N

ORT

H, R

ANGE

10 E

AST

OSC

EOLA

, MIS

SISS

IPPI

CO

UNTY

, ARK

ANSA

S

PINES

COT

TAGE

S HO

USIN

G PA

RTNE

RS, L

P19

00 E.

LARK

LANE

NIXA

, MO

6571

4

170467

TIMOTHY D. CROCKETTAR LICENSE - 15089

NOTES:

818

FF=XXX.X820

818

820

LEGEND OF SYMBOLS:

NOTES:

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WETENKAMP REVOCABLE TRUSTS PARCEL: 301-00125-000

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HEALTH CARE SOLUTIONS, LLC PARCEL: 301-00125-400

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JEHOVAH'S WITNESSES PARCEL: 301-00125-600

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LYNN FAMILY TRUST PARCEL: 301-00125-300

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FOCUS, INC. PARCEL: 301-00125-500

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1ST BAPTIST CHURCH PARCEL: 301-00126-100

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CHING-SHAN LIN PARCEL: 301-01693-130

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WALMART REAL ESTATE BUSINESS TRUST PARCEL: 301-00125-002

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20'

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STREET 1 (50' R/W-26' PVMT.) (RESIDENTIAL CROSS SECTION) STREET 2 (50' R/W-26' PVMT.) (RESIDENTIAL CROSS SECTION) S. STATE HIGHWAY 119 Y (COUNTRY CLUB RD) (80' R/W) (STATE HIGHWAY)

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B

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C

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11/30/2017

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ORIGINAL

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0

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SCALE:

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25

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100

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50

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1"=50'

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THE 100 YEAR STORM OVERFLOW SYSTEM FOR THIS PROJECT WILL BE HANDLED BY OVERLAND FLOW. THESE SYSTEMS ARE SHOWN WITH THE SYMBOL.

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100 YR.

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EXISTING 2 FT CONTOUR

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EXISTING 10 FT CONTOUR

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PROPOSED 2 FT CONTOUR

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PROPOSED 10 FT CONTOUR

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FINISHED FLOOR OF STRUCTURE

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XXX.XX TC

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PROPOSED TOP OF CURB ELEVATION

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PROPOSED TOP OF PAVEMENT ELEVATION

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PROPOSED FINISH GRADE ELEVATION

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XXX.XX TP

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XXX.XX FG

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PROPOSED TOP WALL ELEVATION

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XXX.XX TW

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FINE GRADE AS SHOWN BY PROPOSED CONTOURS. PLACE MINIMUM OF 6" TOP SOIL ON ALL LOTS 1-24 & C1 AFTER ALL STRUCTURES ARE CONSTRUCTED. ALL AREAS ARE TO BE SEEDED AND MULCHED AFTER FINE GRADING. GRADE ACCESSIBLE PARKING STALLS AND ROUTES AS SHOWN. SLOPE OF THE PAVEMENT AT ALL ACCESSIBLE PARKING STALLS SHALL NOT EXCEED 1:48 IN ALL DIRECTIONS. ALL ACCESSIBLE ELEMENTS SHALL COMPLY WITH THE REQUIREMENTS OF THE AMERICAN WITH DISABILITIES ACT. ALL BUILDINGS ARE TYPICAL. ALL GARAGES HAVE A 0.4' DROP FROM BUILDING FF TO END OF GARAGE SLOPE ADJACENT TO DRIVEWAY. ALL BACK PATIOS HAVE A 0.3' DROP FROM BUILDING FF(EXCEPT ACCESSIBLE UNITS ARE FLUSH). REFER TO ARCHITECTURAL PLANS FOR FURTHER INFORMATION. UNIT 1A, 1B AND 2A WILL SERVE AS AN UFAS UNIT ALL STREETS TO HAVE A MINIMUM GRADE OF 0.5% ALL YARDS TO BE GRADED TO HAVE A MINIMUM GRADE OF 0.25%

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F

HIGH

WAY

119

(COU

NTY C

LUB

ROAD

)(8

0'R/W

)

EVERGREEN ROAD

(80' R/W-26 PVMT)

JUNIPER DRIVE

(80' R/W-26' PVMT)

9

C1

18

3

1

2

54

6

10

14

78

11

12

15

16

13 17

22

19

20

21

23

24

UFAS UNIT

UFAS UNIT

UFAS UNIT

LINE 1

1B

1A

0

0

01

2

3

4

5

66

012

3

4

5

6

7

7

A5

A1

B1

B2

B3

B4B5

A3

A2

A4

CE 3

UTILITY PLAN

SHEET:

DESIGNED:

DRAWN:

PROJECT NO.:

DRAWING INCLUDES:

TDC

KRM

OWNE

R:

PINES

COT

TAGE

SA

SUBD

IVIS

ION

LOCA

TED

INSE

CTIO

N 34

, TO

WNS

HIP

13 N

ORT

H, R

ANGE

10 E

AST

OSC

EOLA

, MIS

SISS

IPPI

CO

UNTY

, ARK

ANSA

S

REVISIONS:

NO. DATE

REVISIONS:


PINES

COT

TAGE

S HO

USIN

G PA

RTNE

RS, L

P19

00 E.

LARK

LANE

NIXA

, MO

6571

4

170467

PRELIMINARY



SITE

/CIV

IL E

NGIN

EER:

1000

W. N

ifong

Blvd

., Bld

g. 1

Colum

bia,

Miss

ouri

6520

3(5

73) 4

47-0

292

www.

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neer

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ENGI

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CONS

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NTS

LEGEND OF LABELS

ESTIMATED SANITARY SEWERQUANTITES

ESTIMATED ADDITIONAL PEAK FLOW

STREETS LEGEND:

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15' UTILITY EASEMENT DEED BOOK 2008, PAGE 7841 DEED BOOK 2008, PAGE 8038 DEED BOOK 2008, PAGE 8172

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EXISTING DETENTION BASIN

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40' DRAINAGE EASEMENT DEED BOOK 2008, PAGE 1090

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SAN SEWER MH TOP = 236.5 15" FL IN(N) = 228.1 15" FL OUT(S) = 228.0

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SAN SEWER MH TOP = 234.6

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SAN SEWER MH TOP = 234.8 15" FL IN(N) = 226.6 8" FL IN(W) = 226.6 15" FL OUT(S) = 226.5

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SAN SEWER MH TOP = 234.5 8" FL IN(N) = 228.9 6" FL IN(SW) = 228.8 8" FL OUT(E) = 228.6

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SAN SEWER MH TOP = 234.6 8" FL IN(W) = 229.0 8" FL OUT(S) = 228.9

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SAN SEWER MH TOP = 235.5 8" FL IN(N) = 230.1 4" FL IN(NW) = 231.4 8" FL OUT(E) = 229.9

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SECTION LINE

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EX. 4" SAN. SEWER SERVICE LINE

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6" SAN. SEWER SERVICE LINE

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PROPOSED 15' UTILITY EASEMENT

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PROPOSED 15' SAN. SEWER EASEMENT

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SAN SEWER MH

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6" SAN. SEWER SERVICE LINE

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14 SECTION LINE

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TEMPORARY TURNAROUND

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18" CMP PIPE FL = 234.88

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2' X 3' PULLBOX

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2' X 3' PULL BOX

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18" CMP PIPE FL = 234.68

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18" CMP PIPE FL = 234.01

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10' UTILITY EASEMENT

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TEMPORARY STREET EASEMENT

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PLACE RIP-RAP AS SHOWN. REFER TO DETAIL 530.03 ON CE 9. 9. . INSTALL RIP-RAP BETWEEN THE NEW AND EXISTING STORM PIPE. FOLLOW REQUIRED WIDE AS INDICATED ON DETAIL 530.03 ON CE 9. CE 9. PROPOSED SERVICE WYE. REFER TO DETAIL ON CE 10. TYPICAL FOR ALL 48 UNITS. COORDINATE 10. TYPICAL FOR ALL 48 UNITS. COORDINATE TYPICAL FOR ALL 48 UNITS. COORDINATE WITH CITY OF OSCEOLA ON TAPPING FEES. INSTALL 6" WATERLINE AS SHOWN. COORDINATE WITH THE CITY OF OSCEOLA. TAP EXISTING 6" WATERLINE NEAR HIGHWAY 119. COORDINATE WITH THE CITY OF OSCEOLA. INSTALL " SERVICE LINE TAP TO UNIT. COORDINATE WITH CITY OF OSCEOLA ON INSTALLATION OF 34" SERVICE LINE TAP TO UNIT. COORDINATE WITH CITY OF OSCEOLA ON INSTALLATION OF METER AND TAPPING FEES. TYPICAL FOR ALL 48 UNITS. INSTALL 6" FIRE HYDRANT ASSEMBLY (INCLUDES FIRE HYDRANT, 6" GATE VALVE WITH VALVE BOX TO SURFACE, AND TEE WHERE APPLICABLE. INSTALL UNDERGROUND ELECTRIC AS SHOWN. COORDINATE WITH CITY OF OSCEOLA. SECONDARY TRENCHING AND CONDUIT TO BE PERFORMED BY SITE CONTRACTOR. CITY ELECTRIC WILL INSTALL SECONDARY LINES AND TRANSFORMERS. TAP EXISTING OVERHEAD ELECTRIC AND EXTEND TO TRANSFORMER. COORDINATE WITH CITY OF OSCEOLA. PRIMARY INSTALLATION TO BE PERFORMED BY CITY ELECTRIC. INSTALL 5'X5'X4" TRANSFORMER PAD. COORDINATE WITH CITY OF OSCEOLA. EXACT DEPTH AND LOCATION OF UTILITIES ARE UNKNOWN. CONTRACTOR SHALL POT HOLE AND FIND ALL UTILITIES IN AREA OF LABEL BEFORE ANY GRADING BEGINS. CONTRACTOR TO VERIFY PROPER COVERAGE OF ALL UTILITIES OR RELOCATE DEPTH AS NEEDED. RELOCATE AT&T PULL BOX APPROPRIATELY 8-FOOT TO THE EAST OUT OF THE PROPOSED DRAINAGE DITCH.

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PLAT 1

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8" SEWER

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1373 LF.

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DOGHOUSE MANHOLE

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2 EA.

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STD. MANHOLE

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6 EA.

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STD. CLEANOUT

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2 EA.

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WYES

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45 EA.

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PLAT 1

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24 LOTS x 2 UNITS A LOT x 3.7/UNIT x 100 GPCD = 17,760 GPD

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JUNIPER DRIVE (50' R/W-26' PVMT.) (RESIDENTIAL CROSS SECTION) EVERGREEN ROAD (50' R/W-26' PVMT.) (RESIDENTIAL CROSS SECTION) S. STATE HIGHWAY 119 Y (COUNTRY CLUB RD) (80' R/W) (STATE HIGHWAY)

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SCALE:HORIZ 1" = 50'VERT 1" = 10'

CE 4

STORM SEWER PROFILELINE 1 &

SANITARY SEWER PROFILELINES A, B & C

SHEET:

DESIGNED:

DRAWN:

PROJECT NO.:

DRAWING INCLUDES:

OWNE

R:

REVISIONS:

NO. DATE

REVISIONS:


PRELIMINARY


SITE

/CIV

IL E

NGIN

EER:

1000

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Blvd

., Bld

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Colum

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6520

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EX. GRADE

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HIGH

WAY

119

(COU

NTY C

LUB

ROAD

)(8

0'R/W

)

EVERGREEN ROAD

(80' R/W-26 PVMT)

JUNIPER DRIVE

(80' R/W-26' PVMT)

UFAS UNIT

UFAS UNIT

UFAS UNIT

1+00 2+00 3+00 4+005+00

6+00

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SITE PLAN

SHEET:

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COT

TAGE

S HO

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G PA

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RS, L

P19

00 E.

LARK

LANE

NIXA

, MO

6571

4

170467

PRELIMINARY



SITE

/CIV

IL E

NGIN

EER:

1000

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Blvd

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g. 1

Colum

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Miss

ouri

6520

3(5

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CONS

ULTA

NTS

STREETS LEGEND:

LEGEND OF LABELS:

GENERAL NOTES:

TYPICAL PAVEMENT NOTES:

RESIDENTIAL DRIVEWAY DETAIL (TYPICAL)

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18" CMP PIPE FL = 234.88

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2' X 3' PULLBOX

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2' X 3' PULL BOX

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18" CMP PIPE FL = 234.68

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18" CMP PIPE FL = 234.01

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EXISTING BUILDING

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EXISTING BUILDING

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25' BUILDING LINE

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20'

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JUNIPER DRIVE (50' R/W-26' PVMT.) (RESIDENTIAL CROSS SECTION) EVERGREEN ROAD (50' R/W-26' PVMT.) (RESIDENTIAL CROSS SECTION) S. STATE HIGHWAY 119 Y (COUNTRY CLUB RD) (80' R/W) (STATE HIGHWAY)

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INSTALL LIGHT DUTY CONCRETE AS SHOWN. REFER TO PAVEMENT CROSS SECTION ON DETAIL SHEET CE 8. SAWCUT EXISTING ASPHALT PAVEMENT AS NEEDED TO PROVIDED A CLEAN TIE INTO PROPOSED CONCRETE PAVEMENT. INSTALL COMMERCIAL DRIVE PER ARDOT STANDARDS. COORDINATE WITH ARDOT AREA ENGINEER. PROPOSED ENTRANCE TO BE 4" PCC ON 12" BASE ROCK AND CONSTRUCTED PER ARDOT SPECIFICATIONS. LOT C1 IS TO BE DEDICATED FOR COMMUNITY BUILDING, PLAYGROUND AND COMMON SPACE USAGE. REFER TO ARCHITECTURAL PLANS FOR SPECIFIC PLAYGROUND EQUIPMENT. INSTALL RESIDENTIAL DRIVEWAY. TYPICAL FOR ALL UNITS. REFER TO SHEET CE 8. CONSTRUCT TEMPORARY TURNAROUND CUL-DE-SAC(MIN. RADIUS 38'). PLACE 4" OF NON-PENETRATED MACADAM TOPPED WITH 2" OF ROLLED STONE. PAINT 4" PARKING STALL STRIPES AS SHOWN, COLOR WHITE. TYPICAL FOR ALL STALLS EXCEPT HANDICAP STALLS. REFER TO PLANS FOR WIDTH AND DEPTH OF STALLS. CONSTRUCT HANDICAP PARKING AREA WITH PROPER SIGNAGE. PAINT 4" STRIPE AND HANDICAP SYMBOL, COLOR BLUE. PAINT HATCH ARE AS SHOWN, COLOR BLUE. SLOPE OF THE PAVEMENT AT ALL HANDCAP STALL AREAS SHALL NOT EXCEDD 1:50. REFER TO DETAIL ON SHEET CE 9. CONSTRUCT 4" THICK 5' WIDE PCC SIDEWALK AS SHOWN. MAXIMUM LONGITUDINAL SLOPE 1:20. MAXIMUM CROSS SLOPE A 1:50. REFER TO CROSS SECTION DETAIL. CONSTRUCT 4" THICK 5' WIDE PCC WALK AS SHOWN.

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1) THE PAVEMENT JOINTS SHOWN ARE A GRAPHICAL REPRESENTATION OF A POSSIBLE JOINT LAYOUT. CONTRACTOR TO PROVIDE SHOP DRAWINGS WITH JOINT LAYOUT FOR APPROVAL BY ENGINEER PRIOR TO POURING OF PAVEMENT. 2) ALL CONSTRUCTION LOCATED IN ARDOT RIGHT-OF-WAY SHALL BE IN ACCORDANCE WITH KANSAS DEPT. OF TRANSPORTATION STANDARDS AND CURRENT REQUIREMENTS THEREOF. 3) UNITS 1A, 1B AND 2A TO SERVE AS UFAS UNITS

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ALL DRIVEWAY CONCRETE SHALL BE 4" THICK WITH DIMENSIONS SHOWN ABOVE.

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ALL SIDEWALK FROM DRIVEWAY TO FOUNDATION SHALL BE 4" THICK

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DRIVEWAY ELEVATIONS BUTTING UP TO GARAGE SHOULD BE 0.40' BELOW BUILDING

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FF ELEVATION ON ALL HOMES.

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CE 7

STREET PROFILES

SHEET:

DESIGNED:

DRAWN:

PROJECT NO.:

DRAWING INCLUDES:

OWNE

R:

REVISIONS:

NO. DATE

REVISIONS:


PRELIMINARY


SITE

/CIV

IL E

NGIN

EER:

1000

W. N

ifong

Blvd

., Bld

g. 1

Colum

bia,

Miss

ouri

6520

3(5

73) 4

47-0

292

www.

croc

kett

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neer

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ENGI

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CONS

ULTA

NTS

TDC

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PINES

COT

TAGE

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SUBD

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LOCA

TED

INSE

CTIO

N 34

, TO

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HIP

13 N

ORT

H, R

ANGE

10 E

AST

OSC

EOLA

, MIS

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IPPI

CO

UNTY

, ARK

ANSA

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PINES

COT

TAGE

S HO

USIN

G PA

RTNE

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P19

00 E.

LARK

LANE

NIXA

, MO

6571

4

170467


JUNIPER DRIVE

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SITE PLAN

SHEET:

DESIGNED:

DRAWN:

PROJECT NO.:

DRAWING INCLUDES:

OWNE

R:

REVISIONS:

NO. DATE

REVISIONS:


PRELIMINARY


SITE

/CIV

IL E

NGIN

EER:

1000

W. N

ifong

Blvd

., Bld

g. 1

Colum

bia,

Miss

ouri

6520

3(5

73) 4

47-0

292

www.

croc

kett

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neer

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Con

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LLC

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Aut

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ENGI

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LARK

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TYPICAL LOCATION OF EXPANSION JOINT AT BUILDING/CURB

CROSS SECTION

TYPICAL SIDEWALKLIGHT DUTY PAVEMENT

TYPICAL CONCRETE PAVEMENT CROSS SECTION (LIGHT DUTY)

6" BARRIER CURB CROSS-SECTION (LIGHT DUTY)

SIDEWALK DETAILSPAVEMENT DETAILS

CE 8

JOINT, CROSS SECTION,SIDEWALK, AND

PAVEMENT DETAILS

PLAN

SECTION A-A

DRIVEWAY (Residential) (410.02)

RESIDENTIAL DRIVEWAY DETAIL

26 FOOT PRIVATE ROAD CROSS-SECTIONROAD CROSS SECTION DETAIL

TYPICAL JOINT LOCATION PLAN

JOINT DETAILS (P.C. CONCRETE PAVMENT) (PRIVATE)

(With Steel)KEYED CONSTRUCTION JOINT

TYPE BTRANSVERSE CONSTRUCTION JOINT

TYPE D

TYPE AEXPANSION JOINT

TYPE CSAWED

TYPE A ALTERNATECONCRETE SILL

JOINT DETAILS (P.C. CONCRETE PAVEMENT) (PRIVATE)

JOINT DETAILS

END OF DAYS WORK - JOINT DETAIL

TYPE A - EXPANSION JOINT

TYPICAL ROAD CROSS SECTION DETAILS

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SLOPE 2% MAXIMUM

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4" MIN.

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NOTE:

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1. SIDEWALK SHALL BE 4" THICK CLASS A CONCRETE.

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2. INSTALL 1/2" EXPANSION JOINTS AT INTERSECTIONS, RAMPS, STRUCTURES, AND

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DRIVEWAY APPROACHES. MAX. EXPANSION JOINT SPACING = 150'

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3. INSTALL TRANSVERSE SAW JOINTS AT SPACING = SIDEWALK WIDTH.

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CURB/SIDEWALK

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BUILDING

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INSTALL " FIBER BOARD 12" FIBER BOARD EXPANSION JOINT OR EQUIVALENT

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VARIES (REFER TO SITE PLAN)

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COMPACTED BASE @ 95% (MIN) OF MATERIALS MAXIMUM STD PROCTER DRY DENSITY

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5" PORTLAND CEMENT CONCRETE (4000 PSI, 6-SACK MINIMIX).

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4" SUBGRADE BASE MATERIAL

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1" RADIUS

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1" RADIUS

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ALL DIMENSIONS TO BACK OF CURB

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5" PORTLAND CEMENT CONCRETE (4000 PSI, 6-SACK MINIMIX).

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CURB SECTION TO BE PAVED MONOLITHICALLY WITH PARKING LOT.

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COMPACTED BASE @ 95% (MIN) OF MATERIALS MAXIMUM STD PROCTER DRY DENSITY

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4" SUBGRADE BASE MATERIAL

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A

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25' MAX FOR TWO CAR GARAGE

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30' MAX FOR THREE CAR GARAGE

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40' MAX FOR SHARED DUPLEX DRIVE

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1. DRIVEWAY APPROACH SHALL BE 5" THICK CLASS A CONCRETE ON COMPACTED SUBGRADE.

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2. IF APPLICABLE, REPLACE STANDARD CURB & GUTTER SECTION WITH DRIVEWAY CURB SECTION.

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3. EXPANSION JOINT SHALL BE 1/2" PREFORMED CORK OR BITUMINOUS EXPANSION JOINT MATERIAL.

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4. ALL DRIVEWAY APPROACHES SHALL SLOPE TOWARD THE ROW LINE.

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5. ALL DRIVEWAY APPROACHES SHALL BE CONSTRUCTED TO ACCOMODATE SIDEWALKS. (EXISTING AND FUTURE) STANDARD SIDEWALK LOCATION IS 1 FT

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OFF OF RoW LINE.

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6. DRIVEWAY APPROACH SHALL PROVIDE A MINIMUM 5' WIDE ACCESSIBLE SIDEWALK PASSING ZONE.

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7. DRIVEWAY SLOPE ACROSS ACCESSIBLE SIDEWALK PASSING ZONE IS 1/8" PER FT. CROSS SLOPE SHALL NOT EXCEED 2.00%%%.

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8. MINIMIZE SIDEWALK WARPING ADJACENT TO DRIVEWAY APPROACH.

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9. DRIVEWAY SLOPE WITHIN RIGHT OF WAY SHALL NOT EXCEED 3/4" PER FOOT.

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10. DRIVEWAY MAY BE REINFORCED AT OWNER'S OPTION. ON CITY BID PROJECTS DO NOT REINFORCE.

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12' MIN.

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RAMP SIDEWALK @ 12:1

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SLOPE TO MATCH DRIVE

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1/2" EXPANSION JOINT

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RoW

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RoW

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SAW JOINT

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SIDEWALK

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SAW JOINT

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12" (TYP.)

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SIDEWALK

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6"

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45°

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4'-0"

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NORMAL CURB

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DRIVEWAY CURB

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SEE NOTE 2

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CURB

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TRANSITION

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2'

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ELEVATION AT THIS POINT

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MUST BE AT LEAST 6"

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ABOVE GUTTER ELEVATION.

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MAXIMUM ELEV. IS BASED

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ON RoW WIDTH. MAXIMUM SLOPE

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WITHIN RoW IS 3/4" PER FT.

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RoW

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SLOPE VARIES

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VARIES

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5 FT WIDE

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ACCESSIBLE

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VARIES

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NORMAL BACK OF CURB

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PASSING ZONE

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6" P. C. CONCRETE

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1/2" EXP.

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JOINT

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1/4" TO 3/4"

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PER FT.

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1/8" PER FT.

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ACROSS S/W

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1/4" TO 3/4"

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PER FT.

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RESIDENTIAL

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DRIVEWAY

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CURB SEE NOTE 2

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NOTES:

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(REFER TO GEOTECH REPORT)

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ALL P.C. CONCRETE SHALL BE CLASS A. SEE DETAIL SHEET FOR JOINT DETAILS. REFERENCE CITY OF OSCEOLA'S SUBDIVISION DESIGN REGULATIONS FOR STREET DESIGN STANDARDS

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NOTES:

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1.)

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2.)

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3.)

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C

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C

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A

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PARKING STALL

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DRIVE AISLE

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D (END OF DAYS WORK)

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C

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B

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C

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C

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C

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C

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C

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C

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B

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C

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C

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A

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C

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C

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A

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A

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C

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B

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C

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B

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B

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B

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B

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B

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B

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10' MIN.

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12' MAX. FOR 6" THICK SLAB

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15' MAX. FOR 7" THICK SLAB AND OVER

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NOTE:

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2. INSTALL TYPE A EXPANSION JOINTS AT INTERSECTIONS, AND AT STRUCTURES.

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3. USE TYPE D JOINT AT END OF DAYS WORK.

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1. TRANSVERSE TYPE C JOINTS SHALL BE SAWED AS SOON AS CONCRETE CAN WITHSTAND RAVELING, JOINTS SHALL BE CLEANED AND FILLED WITH BITUMINOUS COMPOUND IMMEDIATELY FOLLOWING SAWING.

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C

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C

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C

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C

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PARKING STALL

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DRIVE AISLE

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C

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C

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D

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D

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D/2

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1 1/4"

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1/8" RADIUS

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1"

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FILL W/JOINT SEALER

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FILL W/JOINT SEALER

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1/8"-1/4"

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D/3

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D

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3/4" DIA SMOOTH DOWEL

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15" LONG @ 12" CENTERS

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EXPANSION CAP ALLOW 1" MIN. EXPANSION

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LUBRICATE THIS END

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FILL W/JOINT SEALER

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1/8" RADIUS

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FILL W/JOINT SEALER

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1/8" RADIUS

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D/2

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D

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LUBRICATE ONE END

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3/4" DIA SMOOTH DOWEL 15" LONG @ 12" CTRS.

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#4 BAR 30" LONG @ 30" CTRS.

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1"

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TAR PAPER BOND BREAKER

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D/2

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D

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6"

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1 1/4"

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1/8" RADIUS

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1"

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FILL W/JOINT SEALER

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18"

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18"

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FILL W/JOINT SEALER

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LUBRICATE ONE END

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D/2

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1/8" RAD.

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3/4" DIA SMOOTH DOWEL 15" LONG @ 12" CTRS.

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1 1/4"

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1"

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D/2

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D

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1/8" RADIUS

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FILL W/JOINT SEALER

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EXPANSION CAP ALLOW 1" MIN. EXPANSION

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LUBRICATE THIS END

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3/4" DIA SMOOTH DOWEL 15" LONG @ 12" CENTERS

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6'-6"

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6'-6"

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13'-0"

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3:1 SLOPE

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3:1 SLOPE

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C

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L

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TYPE BS JOINT

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COMPACTED SUBGRADE

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1% CROWN

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1% CROWN

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TYPE CS JOINT

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26'-0"

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TYPE CS JOINT

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PROFILE ELEVATION

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REFERENCE STANDARDS AND PAVEMENT CROSS SECTION

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R.O.W.

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2'

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5'

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SIDEWALK

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5'

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3:1 SLOPE

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3:1 SLOPE

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R.O.W.

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2'

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5'

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SIDEWALK

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5'

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1% SLOPE

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1% SLOPE

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50'-0" R.O.W.

SHEET:

DESIGNED:

DRAWN:

PROJECT NO.:

DRAWING INCLUDES:

OWNE

R:

REVISIONS:

NO. DATE

REVISIONS:


PRELIMINARY


SITE

/CIV

IL E

NGIN

EER:

1000

W. N

ifong

Blvd

., Bld

g. 1

Colum

bia,

Miss

ouri

6520

3(5

73) 4

47-0

292

www.

croc

kett

engi

neer

ing.co

mCr

ocke

tt En

gine

ering

Con

sulta

nts,

LLC

Arka

nsas

Cer

tifica

te of

Aut

horit

y#2

394

ENGI

NEER

ING

CONS

ULTA

NTS

TDC

KRM

PINES

COT

TAGE

SA

SUBD

IVIS

ION

LOCA

TED

INSE

CTIO

N 34

, TO

WNS

HIP

13 N

ORT

H, R

ANGE

10 E

AST

OSC

EOLA

, MIS

SISS

IPPI

CO

UNTY

, ARK

ANSA

S

PINES

COT

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USIN

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P19

00 E.

LARK

LANE

NIXA

, MO

6571

4

170467


EROSION CONTROL DETAILS

CE 9

EROSION CONTROL, STORMSEWER , ADA, AND PIPEEMBEDMENT DETAILS

FLEXIBLE PIPE

RIGID PIPE

PIPE EMBEDMENT (Out of the Right of Way) (540.02)

FLEXIBLE PIPE

RIGID PIPE

PIPE EMBEDMENT (In the Right of Way) (540.01)

RESERVEDPARKING

PENALTY$300

ACCESSIBLE PARKING SIGN ACCESSIBLE PARKING STALL AREA DETAIL

ADA DETAILS

A

SILT FENCE STRAW BALE CHECK DAM

SECTION VIEW

END VIEW

END SECTION FOR HDP AND CMP (525.01B) RIP RAP WITH FILTER FABRIC (530.03)

A-A

B-B

PLAN

PIPE EMBEDMENT DETAILS

STORM SEWER DETAILS

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11/30/2017

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ORIGINAL

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D

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i

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12"

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LOOSELY PLACED UNCOMPACTED BEDDING CATEGORY I

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HAUNCH CATEGORY I COMPACTED TO 95%

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OUTER BEDDING MATERIALS AND COMPACTION, SAME AS HAUNCH

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OVERFILL SOIL CATEGORY I, II, OR III COMPACTED TO 95%

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o

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D

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Do6

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D

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i

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OVERFILL SOIL CATEGORY I COMPACTED TO 95%

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o

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D

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Do6

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12"

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8"-36"

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42"-72"

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72"+

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D +12"o+12"

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D +(D /3)o+(D /3)D /3)o/3)

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D +(D /3)o+(D /3)o/3)

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D +24"o+24"

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D +30"o+30"

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D +48"o+48"

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PIPE DIAMETER

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MIN. TRENCH WIDTH

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MAX. TRENCH WIDTH

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PAYLINE/

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D

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o

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/3

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D

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o

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/3

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SUBGRADE

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UNDISTURBED EARTH

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4" MIN

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SUBGRADE

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UNDISTURBED EARTH

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4" MIN

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D

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D

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i

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o

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/3

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o

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D

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Do6

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FLOWABLE FILL (4' MAX. DEPTH)

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FILTER FABRIC

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D

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D

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i

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o

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/3

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12"

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OVERFILL SOIL CATEGORY I COMPACTED TO 95%

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FLOWABLE FILL (4' MAX FLOW DEPTH)

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FILTER FABRIC

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o

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D

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Do6

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12"-36"

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42"-72"

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72"+

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D +12"o+12"

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D +(D /3)o+(D /3)D /3)o/3)

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D +(D /3)o+(D /3)o/3)

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D +24"o+24"

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D +30"o+30"

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D +48"o+48"

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PIPE DIAMETER

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MIN. TRENCH WIDTH

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MAX. TRENCH WIDTH

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PAYLINE/

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UNDISTURBED EARTH

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SUBGRADE

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12"

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4" MIN

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SUBGRADE

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UNDISTURBED EARTH

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4" MIN

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(MIN.)

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(MIN.)

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PREFABRICATED SIGN CONSTRUCTED IN ACCORDANCE WITH ANSI AND THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (MANUFACTURER'S LITERATURE SHOULD HAVE COMPLIANCE STATEMENTS). (PLACE VAN ACCESSIBLE SIGN AT VAN ACCESSIBLE STALL NOTED ON SITE PLAN.

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HEX HEAD BOLTS, TOP & BOTTOM

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SIGN READING "$300 PENALTY"

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BAKED ENAMEL HIGH TENSILE STRENGTH STEEL POST W/ 3/8" DIA. HOLES SPACED 1" O.C.

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MIN. 2000 PSI. CONCRETE

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TRUNCATED DOME DETECTABLE WARNING SURFACE (24" X RAMP WIDTH) IN COLOR CONTRASTING TO RAMP SURFACE, AND COMPLYING WITH ADA AND ANSI A117.1 (TYPICAL EACH SIDE IF REQUIRED)

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WIDTH (REFER TO SITE PLAN)

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PARKING STALL WIDTH (REFER TO SITE PLAN)

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1:50 MAX. CROSS SLOPE

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1:12 SLOPE (MAX)

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1:12 SLOPE (MAX)

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1:50 SLOPE (MAX.)

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STRIPE ACCESS ISLE

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PAINT LOGO IN BLUE ON WHITE BACKGROUND. (TYP.)

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1:50 SLOPE (MAX.) 5' (MIN)

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CURB AS NEEDED

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5' (MIN.) LANDING

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6' (MAX.) RAMP

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6' (MAX.) RAMP

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ACCESSIBLE PARKING SIGN. REFER TO DETAIL. INSTALL ONE AT EACH STALL

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FLOW

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4"

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6"

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FLOW

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4"

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6"

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1. EXCAVATE A 6"x4" TRENCH

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2. SET THE STAKES ALONG THE

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DOWN SLOPE SIDE OF THE TRENCH.

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6'

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MAX.

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FLOW

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4"

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6"

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3. STAPLE GEOTEXTILE MATERIAL TO STAKES

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AND EXTEND IT INTO AND AROUND THE

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BOTTOM OF THE TRENCH.

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FLOW

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4"

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6"

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4. BACK FILL AND COMPACT THE

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EXCAVATED SOIL OVER THE

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GEOTEXTILE IN THE TRENCH.

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%%USHEET FLOW INSTALLATION

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NOT TO SCALE

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%%U(PERSPECTIVE VIEW)

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A

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B

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FLOW

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%%UNOTE:

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POINT A SHOULD BE

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HIGHER THAN POINT B.

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%%UDRAINAGE WAY INSTALLATION

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NOT TO SCALE

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%%U(FRONT ELEVATION)

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WATER

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OVERFLOW

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HEIGHT

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ANCHORING DETAIL

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EMBEDDING DETAIL

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ANGLE FIRST STAKE TOWARD

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PREVIOUS LAID BALE

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FLOW

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1'-6" TO 2'

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FLOW

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#4 REBARS, STEEL PICKETS, OR

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2"x2" STAKES 1'-6" TO 2' IN

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THE GROUND.

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STAKE

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4" VERTICAL FACE

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1. BALES SHALL BE PLACED IN A ROW WITH ENDS TIGHTLY ABUTTING THE ADJACENT BALES. BALES SHALL BE PLACED IN A ROW WITH ENDS TIGHTLY ABUTTING THE ADJACENT BALES. 2. EACH BALE SHALL BE EMBEDDED IN THE SOIL A MINIMUM OF 4". EACH BALE SHALL BE EMBEDDED IN THE SOIL A MINIMUM OF 4". 3. BALES SHALL BE SECURELY ANCHORED IN PLACE BY STAKES OR RE-BARS DRIVEN THROUGH THE BALES. THE BALES SHALL BE SECURELY ANCHORED IN PLACE BY STAKES OR RE-BARS DRIVEN THROUGH THE BALES. THE FIRST STAKE IN EACH BALE SHALL BE ANGLED TOWARD PREVIOUSLY LAID BALE TO FORCE BALES TOGETHER. 4. INSPECTION SHALL BE AT LEAST ONCE A WEEK AND AFTER EACH 1/2" RAIN. REPAIR OR REPLACEMENT INSPECTION SHALL BE AT LEAST ONCE A WEEK AND AFTER EACH 1/2" RAIN. REPAIR OR REPLACEMENT SHALL BE MADE PROMPTLY. 5. BALES SHALL BE REMOVED BY THE OWNER WHEN THEY HAVE SERVED THEIR USEFULNESS SO AS NOT TO BALES SHALL BE REMOVED BY THE OWNER WHEN THEY HAVE SERVED THEIR USEFULNESS SO AS NOT TO BLOCK OR IMPEDE STORM FLOW OR DRAINAGE.

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FINISH EARTH SLOPE AS REQ'D.

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CULVERT

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FLARED END SECTION

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H+6"

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APRON

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TOE PLATE EXTENSION

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DIA.

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H+6"

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2"

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FASTEN AT 12" O.C. MIN.

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NOTE:

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1. H=6" FOR PIPES WITH INSIDE DIAMETER 24" OR LESS. 2. H=12" FOR PIPES WITH INSIDE DIAMETER 27" OR MORE. 3. EXTENSION PLATE SHALL BE SAME MATERIAL AS PIPE. THICKNESS SHALL BE EQUAL TO EQUIVALENT DIAMETER CMP GAUGE. 4. APRON AND TOE PLATE SHALL BE SECURELY FASTENED WITH SPOT WELDS, BOLTS, OR RIVETS.

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0% SLOPE

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TOEWALL

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FINISHED GROUND

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ROCK LINER FABRIC

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ALLOWABLE SIDE SLOPES 2:1-4:1

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TRANSITION TO EXISTING CHANNEL

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A

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A

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B

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B

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WRAP ROCK AROUND END SECTION. THICKNESS=1.5'.

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Pipe Size (in)

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Maximum Pipe Slope (%)

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Length L (ft)

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Bottom Width BW Minimum (ft)

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Top Width TW Minimum (ft)

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Thickness T Minimum (ft)

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12

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3.50

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12

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4

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8

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2

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15

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2.60

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15

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4

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9

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2

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18

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2.00

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16

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4

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10

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2

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24

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1.70

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20

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4

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12

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2

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30

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1.40

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24

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6

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16

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2

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36

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1.00

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28

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6

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18

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2

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42

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0.80

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32

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6

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20

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3

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48

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0.65

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36

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6

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22

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3

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54

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0.55

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40

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8

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26

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3

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60

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0.45

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44

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8

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28

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3

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72

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0.40

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48

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8

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32

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3

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RIP RAP TO BE TYPE 1: ROCK MUST BE ANGULAR, HARD AND DURABLE. ROCK LINER FABRIC SHALL BE PROPEX GEOTEX 801 OR APPROVED EQUAL. ALTERNATIVELY, AN 8 INCH BED OF WELL GRADED SAND AND GRAVEL WITH GRAVEL UP TO 3" IS ACCEPTABLE. WHERE BEDROCK IS ENCOUNTERED, RIP RAP MAY BE OMMITTED.

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ROCK TOE

CE 10

SANITARYSEWER DETAILS

SHEET:

DESIGNED:

DRAWN:

PROJECT NO.:

DRAWING INCLUDES:

OWNE

R:

REVISIONS:

NO. DATE

REVISIONS:


PRELIMINARY


SITE

/CIV

IL E

NGIN

EER:

1000

W. N

ifong

Blvd

., Bld

g. 1

Colum

bia,

Miss

ouri

6520

3(5

73) 4

47-0

292

www.

croc

kett

engi

neer

ing.co

mCr

ocke

tt En

gine

ering

Con

sulta

nts,

LLC

Arka

nsas

Cer

tifica

te of

Aut

horit

y#2

394

ENGI

NEER

ING

CONS

ULTA

NTS

TDC

KRM

PINES

COT

TAGE

SA

SUBD

IVIS

ION

LOCA

TED

INSE

CTIO

N 34

, TO

WNS

HIP

13 N

ORT

H, R

ANGE

10 E

AST

OSC

EOLA

, MIS

SISS

IPPI

CO

UNTY

, ARK

ANSA

S

PINES

COT

TAGE

S HO

USIN

G PA

RTNE

RS, L

P19

00 E.

LARK

LANE

NIXA

, MO

6571

4

170467


MANHOLE GASKET (7)

FRAME & LID

STANDARD CLEANOUT (12) LATERAL EXTENSION FOR NEW CONSTRUCTION (15)

SERVICE LATERAL EXTENSION FROM DEEP SEWER

SERVICE LATERAL EXTENSION UNDER FUTURE STREETS

GRAVITY SEWER AND WATER LINE CROSSING (20)

HORIZONTAL SECTION

VERTICAL SECTION

STANDARD SANITARY MANHOLE (1)

MANHOLE CASTINGS (Frame, Lid & Steps) (8)

FRAME & LID

ML-10

-NCR

AMER

ICAN S

TEP C

O. INC

.

ASTM C 478

STEPS

SANITARY SEWER DETAILS

VERTICAL SECTION A-A

VERTICAL SECTION B-B

DOGHOUSE MANHOLE (22)

HORIZONTAL SECTION

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11/30/2017

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ORIGINAL

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CLOSED CELL URETHANE FOAM. DOW GREAT STUFF OR APPROVED EQUAL

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WATERTIGHT FLEXIBLE GASKET "A-LOK" OR EQUAL

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INITIAL FILL AT GASKET WITH GRANULAR EMBEDMENT MATERIAL

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BEVEL END OF PIPE

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TOP OF SLOPED CONCRETE APRON

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4"

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MIN.

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F

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L

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5/8

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I.D.

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CONC. INVERT FILL

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MANHOLE BASE

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3/4" CLEAN CRUSHED ROCK

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4" MIN. IN SOIL 6" MIN. IN ROCK

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UNDISTURBED EARTH

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NOTE:

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1. BITUMINOUS COATING ON EXTERIOR SURFACE OF MANHOLE SHALL NOT COME IN CONTACT BITUMINOUS COATING ON EXTERIOR SURFACE OF MANHOLE SHALL NOT COME IN CONTACT WITH PIPE GASKET. 2. FOR CAST-IN-PLACE CONCRETE MANHOLES OR PRE-CAST WITH BOX-OUTS, THE PIPE FOR CAST-IN-PLACE CONCRETE MANHOLES OR PRE-CAST WITH BOX-OUTS, THE PIPE GASKET SHALL BE A RUBBER LABYRINTH WATERSTOP WITH STAINLESS STEEL CLAMPING BANDS LOCATED AT CENTER OF WALL AND THE SPACE BETWEEN PIPE & WALL COMPLETELY GROUTED WITH NONSHRINKING MORTAR. 3. PIPE MAY PROJECT 1" MAXIMUM PAST INSIDE WALL OF MANHOLE. NO CONTACT BETWEEN PIPE MAY PROJECT 1" MAXIMUM PAST INSIDE WALL OF MANHOLE. NO CONTACT BETWEEN PIPE & INVERT MAY OCCUR.

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CASTING WEIGHT 90 lbs. ±5% (NO VENT HOLES OR OPEN PICKHOLES) NEENAH #R-1976, GCI CASTINGS #G1000, EAST JORDAN IRON WORKS #1578, DEETER #1830, SIGMA-RUSSCO VB-2276 OR APPROVED EQUAL

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4" MIN.

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2'-0"

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2'-0"

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CASTING SET IN BITUMASTIC MATERIAL

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FINISH GRADE

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8" SOIL

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8" CONCRETE PAD

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2-45° LONG RADIUS BENDS

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6" MIN. OF GRANULAR BACKFILL (3/4" CLEAN CRUSHED ROCK)

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PIPE 2" ABOVE CONCRETE

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TWO LAYERS OF BUILDING PAPER BETWEEN PIPE AND CONCRETE

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GRANULAR BACKFILL (3/4" CLEAN CRUSHED ROCK)

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CONCRETE CRADLE (TO SPRINGLINE OF PIPE) 4" MIN. BELOW PIPE

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UNDISTURBED EARTH

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NOTE:

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DISTANCE FROM CENTER OF DOWNSTREAM MANHOLE TO CENTER OF CLEANOUT SHALL BE 150 FEET OR LESS.

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MIN SLOPE 1/8"/FT

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2'

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EASEMENT

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2'

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CAP (SOLVENT WELD)

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2'

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FINAL

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GRADE

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2'-6"

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MIN.

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PVC SERVICE

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LATERAL

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PVC SERVICE LATERAL

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SEWER MAIN

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FUTURE STREET

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PROP. LINE

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CAP (SOLVENT WELD)

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FINISH GRADE

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FLOWABLE FILL

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2' MIN.

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PVC SERVICE LATERAL

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SEWER MAIN

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EXTEND LATERAL A MINIMUM OF 10' PAST PROPERTY LINE BEFORE FIRST ELBOW

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THIS DETAIL IS FOR USE WHENEVER LATERALS ARE EXTENDED FROM THE SEWER MAIN DURING NEW CONSTRUCTION. IN ALL CASES WHEN SERVICE LATERALS ARE EXTENDED THE PIPE SHALL EXTEND A MINIMUM OF TWO (2) FEET ABOVE THE PROPOSED FINAL GRADE AND SHALL BE FITTED WITH A CAP THAT IS SOLVENT WELDED IN PLACE.

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FINISH GRADE

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VARIABLE

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DEPTH

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WATER MAIN

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COMPACTED GRANULAR BACKFILL

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24" MIN.

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SEE NOTE 2

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UNDISTURBED EARTH

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SEWER LINE

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SEWERS CROSSING WATER MAINS SHALL BE LAID TO PROVIDE A VERTICAL SEPARATION THAT IS NO LESS THAN 24 INCHES BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF THE SEWER MAIN.

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2.

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1.

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THE CROSSING SHALL BE ARRANGED SO THAT THE SEWER LINE CROSSES BELOW THE WATER LINE. CROSSINGS IN WHICH THE SEWER LINE IS ABOVE THE WATER LINE WILL ONLY BE APPROVED ON A CASE BY CASE BASIS.

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3.

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THE CROSSING SHALL BE ARRANGED SO THAT THE ENDS OF A FULL JOINT OF PIPE WILL BE EQUIDISTANT FROM THE WATER MAIN AND AS FAR AS POSSIBLE FROM THE WATER MAIN JOINTS.

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4.

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IF THE VERTICAL SEPARATION BETWEEN THE WATER MAIN AND SEWER MAIN IS LESS THAN 18 INCHES, THE SEWER MAIN SHALL BE D.I.P. OR PRESSURE RATED PVC PIPE WITH A PRESSURE RATING THAT IS EQUAL TO OR GREATER THAN THE WATER MAIN. THE D.I.P. OR PRESSURE RATED P.V.C. MUST BE EXTENDED A DISTANCE 10 FEET ON BOTH SIDES OF THE WATER MAIN. THE TRANSITION BETWEEN PIPE MATERIALS SHALL BE ACCOMPLISHED WITH A RESTRAINED MECHANICAL TYPE JOINT OR FITTING. FLEXIBLE TYPE (FERNCO) FITTINGS ARE NOT ACCEPTABLE.

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5.

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PRESSURE SEWER LINE AND WATER LINE CROSSINGS SHALL BE REVIEWED ON A CASE BY CASE BASIS.

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C

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L

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6" GATORWRAP OR (APPROVED EQUAL) TO BE PLACED AT BARREL JOINTS

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CONCRETE OR GRANULAR ENCASEMENT

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STEPS SHALL BE SET IN VERTICAL ROW 16" O.C.

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LOCATE MH STEPS 45° FROMOUTLET PIPE (CENTERLINE TO CENTERLINE) OR ON LARGEST CLEAR WALL EQUAL DISTANCE FROM PIPES TO AVOID LOCATING STEPS OVER PIPE.

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4'-0" MIN.

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OD+12"

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6"

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MIN. RADIUS OF 1.5 x DIA. OF PIPE

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CASTING SHALL BE SET IN BITUMASTIC MATERIAL

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MH LID & FRAME "SANITARY" CAST ON LID

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C

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L

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FINISH GRADE

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SLOPE TO DRAIN IN NON-PAVEMENT AREAS

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TOP STEP SET FLUSH WITH INSIDE EDGE OF MH CONE OPENING

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BITUMINOUS COATING (NOT ABOVE FINISH GRADE)

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#4 REBAR 12" O.C. IN WALL & BASE

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8"

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16"

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MAX.

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5/8 OF I.D.

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4'-0"

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16"

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TYP.

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6"

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0.2' TO 1.5'

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5"

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MIN.

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PRECAST CONCRETE;

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REINFORCEMENT SHALL MEET ASTM

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C-478 STANDARDS. IF DEPTH

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EXCEEDS 16FT. USE DOUBLE CAGE.

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MASTIC ON INSIDE & OUTSIDE JOINT

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EDGES WITH 1"x 1" MIN. CROSS-

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SECTIONAL AREA.

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SLOPE FROM TOP OF PIPE ELEVATION

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WATERTIGHT, FLEXIBLE GASKET: A-LOK OR EQUAL

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4'-0"

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GRANULAR EMBEDMENT TO TOP OF OTHER TYPES OF PIPES

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8"

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8"

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6"

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3/4" CLEAN CRUSHED ROCK

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UNDISTURBED EARTH

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SANITARY

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SANITARY

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FRAME & LID TO HAVE MACHINED BEARING SURFACES

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CONCEALED PICKHOLE IN LID

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MANHOLE LID & FRAME TO BE EAST JORDAN IRON WORKS COORDINATE WITH CITY OF PITTSBUG ON EXACT TYPE AND MODEL.

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24"

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5"MIN

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1 1/2"

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7"-7 1/2"

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22" MIN. CLEAR OPENING

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25 1/4"-26 1/4"

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32 3/4"-36"

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10"

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12"

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3 "12"

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9 "14"

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5 "34"

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10 "34"

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12" ASTM A 615 GRADE 60 STEEL REINFORCEMENT

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COPOLYMER POLYPROPYLENE

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1"

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1. CASTINGS SHALL CONFORM TO A.S.T.M. A48 CLASS 35B. 2. LIDWEIGHT 135 lbs. ±5%. TOTAL WEIGHT OF 350 lbs. ±5%.3. WATERTIGHT LID AND FRAME TO BE NEENAH #R-1916-F, OR APPROVED EQUAL 4. MANHOLE STEP AMERICAN STOP ML-10-NCR OR APPROVED EQUAL. 5. BOLT DOWN LIDS SHALL HAVE FRAMES BOLTED TO THE CONE SECTION

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NOTES:

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OD+12"

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MINIMUM OPENING 3'-0" (TO SPRING LINE OF PIPE)

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1" MAX.

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3'-0" MIN.

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3'-0" MIN. (TYP)

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4'-0"

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4'-0"

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6" MIN. CONCRETE ENCASEMENT ABOVE TOP OF KNOCKOUT ON OUTSIDE OF MANHOLE

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CONCRETE ENCASEMENT

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34" CLEAN ROCK

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BRICK OR CINDER BLOCK

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2" MIN.

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UNDISTURBED EARTH

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PIPE COUPLING (TYP)

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PIPE COUPLING (TYP)

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SLOPE FROM TOP OF PIPE ELEVATION

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CONCRETE ENCASEMENT

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34" CLEAN ROCK

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BRICK OR CINDER BLOCK

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UNDISTURBED EARTH

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#4 - 12" O.C. E.W.

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6" MIN.

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CONCRETE ENCASEMENT

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6" MIN.

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WATERTIGHT, FLEXIBLE GASKET: A-LOK OR EQUAL

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A

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A

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B

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B

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12 OF I.D.

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BITUMINOUS COATING NOT ABOVE FINISH GRADE

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5" TO 8" PRECAST CONCRETE MANHOLE SECTION

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BORE OR CUT HOLE FOR PIPE: MAX CUT IS PIPE O.D.+4" FILL SPACE WITH NON-SHRINK GROUT

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GRANULAR ENBEDMENT TO TOP OF PIPE; CONCRETE ENCASEMENT TO SPRINGLINE OF VCP

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GRANULAR EMBEDMENT FOR ALL PIPE TYPES EXCEPT CONCRETE ENCASEMENT FOR VCP

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MIN. RADIUS OF 1.5 x DIA. OF PIPE

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BRICK OR CINDER BLOCK (TYP)

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EXISTING SEWER MAIN

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PVC OR APPROVED EQUIVALENT

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EXISTING VCP SEWER MAIN

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PVC OR APPROVED EQUIVALENT

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C

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L

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C

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L

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C

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L

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C

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L

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CONCRETE ENCASEMENT FOR VCP 4'-0" MIN.

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.2' TO 1.5'

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RUBBER GASKET (TYP)

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NOTE: 1. EXISTING MAIN SEGMENT REPLACEMENT AT DISCRETION OF ENGINEER

SUBJECT TRACT...對THIS PLAT CONTAINS APPROXIMATELY 15.14 ACRES. 15.14 ACRES. ACRES. THIS TRACT IS ZONED R-3. R-3. . EXISTING UTILITIES SHOWN FOR\ഠREFERENCE ONLY. CONTRACTOR SHALL

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